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HomeMy WebLinkAboutBCE 056 - Plot Plan REV 12-8-17"BASE HOUSE STANDARD FEATURES" MODEL: WOODSIDE 8' FULL BASEMENT- NO WINDOW WELLS 3 CAR SIDE ENTRY GARAGE 5X7 DECK "SELECTED FEATURES" ELEV HR3T - RIGHT HAND 9'FULL BASEMENT (1) 4'X4' WINDOW WELL BEAR CREEKPUD "95' LOTS" MIN FRONT YARD = 25' MIN SIDE SETBACK = S (FEG) MIN SIDE SETBACK = 3 (SEG) MIN AGG SIDE SETBACK = 16' MIN BETWEEN DWELLINGS = 10' MIN REAR. SETBACK = 20' ' Conc Flatwork Sq. Ft = 0,453 Public Walk Sq Ft = ±475 Sod Sq Yds =±363 Seeding Sq Ft=±6,470 " (Drive, Apron, 3' Walk, Patio, Stoops) (PORCH NOT INCLUDED) Note: Contractor should verify sump pit location with Field Manager, Flood Hazard Note: Lot Number 56 lies within Flood Hazard Zone "X" per the scaled location on the Flood Insurance Rate Maps for Hamilton County, Indiana (Community Panel #18057CO205G, dated November 19, 2014). Note LOT # 56 Gar. FIFE = 878.3 ±13,300 SF 1 at Fir FFE = 880.1 TOW = 879.1 MFF=877.3 Bsmt FFE = 870.3 PAD=877.8 Drive Slope =t6.9% MLAG=876.8(R) I MEN =Proposed Grade MFPG=877.3(R) �— = Drainage Flow M LAG=876.8(F) = Overflow R« to MFPG=877.3(F)} THREE CAR 9/11 /Z17/t"( / f 515w Tv 502.Ea-M SAN SEWER PBC 520 SAN MH TC=876.23 Contractor should verify site specific Information depicted hereon with the approved construction plans for this development in regards to sidewalk and handicap ramp placement, widths, and construction. Contractor should verify site specific information in regards to erosion control pincement and materials. Also, Contractor should reference Architectural plans for foundatlon orientation and dimensions. The contractor/owner should verify existing conditions prior to construction. Any varying field conditions or any discrepancy with the Information contained hereon should be immediately reported to COOR Consulting & Land Services, Corp.; failure to do so would result in the Contractor/owners assumption of lieblllty. 11—M The lowest elevation to have gravity sanitary sewer service must be more than one (1) foot above the lowest top of casting elevation of either the first upstream or downstream manhole on the main line sewer to which the connection Is made. Note This document has been prepared for the benefit of the parties indicated hereon, for the express use of obtaining a residential building permit This document has been prepared and based upon the construction documents, record drawings, and additional Information prepared for this development by others. This document is not based upon afield survey and Coor Consulting does not warrant the accuracy or completeness of this information. U�boor g c� o oy 0J0 Note: W W WATER LINE W EVERGREEN TRAIL 55' 'I�� (33' SC -BC) 11.D' 2C— Wi 5a0 sumed ©r .'r" oaf p 95,00' ff 25• B.S.L. &D.U.&S.E. 3�WALK =- 30.11 m f w f-25.0' THREE CAR I f GAR PORCH IUNEXC) t 1.29 WOCOSIDE sum p MT O r 8. / f ig 4i.2' \ 4 .2' �Cp l \ STM SEWER 1o.0' R.O.E.95.00' I L�a SCAPE BUFFER _ C.A."2-1)" ?PBC 521 ' SAN MH TC=876.56 gEwE0. El,=crtfG 1-fZ0 3 t'rfAfm +za'ua'u a a a r Unless otherwise stated hereon, no Information pertaining to but not limited to, fluctuating water tables elevations, soil types, and conditions within the building areas of this development have been provided and\or referenced on said documents. With the excavation of the proposed structure foundations, certain care and observations should be made In regard to such conditions as soil types and fluctuating water tables. During the excavation process should any unsuitable soils or ground water be witnessed, the builder shall be immediately notified for further examination and consultation. At the builders discretion, additional construction techniques may be necessary to alleviate future proNarita 303 WEST MAIN STREET KNIGHTSTOWN. INDIANA (888) 593-2667 (765) 345-5943 FAX#: (765) 345-5692 DATE: 12/04/17 JOB #2013-125.056 REVISIONS: THE PRESERVE AT BEAR CREEK SECTION 2 P.C. 5, SLIDE 491 INSTR #2016020371 LOT # 56 4468 EVERGREEN TRAIL CARMEL, IN 46074 6rA5 12.' fSE Goren�,Q, PLOT PLAN Prepared For: *PulteGroup Pulte Homes of Indiana